Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 35
... response histories for pipe segment in pure waves over several wave cycles . As shown in the Figure , the closed - form solution slightly underpredicts the response peaks , while accurately reproducing the longer - term variation of the ...
... response histories for pipe segment in pure waves over several wave cycles . As shown in the Figure , the closed - form solution slightly underpredicts the response peaks , while accurately reproducing the longer - term variation of the ...
Page 36
... response histories ) . The spectra are plotted on a logarithmic scale , so that secondary response frequencies may also be compared . Figure 8 shows the steady current case , for which the method predicts a single response frequency ...
... response histories ) . The spectra are plotted on a logarithmic scale , so that secondary response frequencies may also be compared . Figure 8 shows the steady current case , for which the method predicts a single response frequency ...
Page 38
... Response History Test # 4 Observed ( top ) , Predicted - Figure 7. RMS Response Amplitude 101 Response Spectrum , Test # 4 ( bottom ) 4.04 284 100 0.02 이 ( m ) 40 404 10-1 4.06 10 50 0.06 0.04 0.02 ( m ) 4.02 Observed Predicted דוד ...
... Response History Test # 4 Observed ( top ) , Predicted - Figure 7. RMS Response Amplitude 101 Response Spectrum , Test # 4 ( bottom ) 4.04 284 100 0.02 이 ( m ) 40 404 10-1 4.06 10 50 0.06 0.04 0.02 ( m ) 4.02 Observed Predicted דוד ...
Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 56 |
Copyright | |
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addition allowable analysis applied approximately areas assessment associated assumed bending buckle calculated carried coating concrete considered construction corrosion crack criteria curvature deformation depth described determined developed diameter direction displacement distribution effect Engineering environment equations expected experiment factor failure field Figure flow force free spans increase initial installation interaction internal joint length limit load longitudinal lower material maximum measured mechanical method movement observed obtained occur Offshore operating parameters performed pile pipe pipeline pits plastic position predicted present pressure problem produced Quality range reduced relative resistance respectively response sand scour seabed shear shown shows significant simulated soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature thickness values wall wave weld yield zone